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Civil Engineering
For the given semi-circular gate shown. Pa=30kPa OIL 6m • cg 4m 4. Calculate the force of oil on the gate. a. 329 kN b. 254 kN C. 443 kN d. 514 kN 5. Obtain the location of the hydrostatic force from the bottom. a. 0.796 m b. 0.818 m c. 0.624 m d. 0.537 m 6. Determine the force to be applied at the bottom to prevent the gate from opening. a. 360 kN b. 153 kN C. 262 kN d. 418 kN

For the given semi-circular gate shown. Pa=30kPa OIL 6m • cg 4m 4. Calculate the force of oil on the gate. a. 329 kN b. 254 kN C. 443 kN d. 514 kN 5. Obtain the location of the hydrostatic force from the bottom. a. 0.796 m b. 0.818 m c. 0.624 m d. 0.537 m 6. Determine the force to be applied at the bottom to prevent the gate from opening. a. 360 kN b. 153 kN C. 262 kN d. 418 kN

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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For the given semi-circular gate shown. Pa=30kPa OIL 6m 4m 4. Calculate the force of oil on the gate. a. 329 kN b. 254 kN C. 443 kN d. 514 kN 5. Obtain the location of the hydrostatic force from the bottom. a. 0.796 m b. 0.818 m C. 0.624 m d. 0.537 m 6. Determine the force to be applied at the bottom to prevent the gate from opening. a. 360 kN b. 153 kN C. 262 kN d. 418 kN
Transcribed Image Text:For the given semi-circular gate shown. Pa=30kPa OIL 6m 4m 4. Calculate the force of oil on the gate. a. 329 kN b. 254 kN C. 443 kN d. 514 kN 5. Obtain the location of the hydrostatic force from the bottom. a. 0.796 m b. 0.818 m C. 0.624 m d. 0.537 m 6. Determine the force to be applied at the bottom to prevent the gate from opening. a. 360 kN b. 153 kN C. 262 kN d. 418 kN
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